This study investigated the free-surface wake flow behind a circular cylinder under regular waves using particle image velocimetry (PIV). A cylinder (D = 0.114 m) was installed in an 18 m-long, 1.2 m-wide wave flume with a water depth of 0.6 m. Four wave heights (H = 0.037, 0.111, 0.185, and 0.259 m) were tested at a fixed wave period (T = 1.2 s). In the wake, u*RMS was lowest near the cylinder and increased downstream, with the most rapid recovery at x/D = 0.0-0.5, whereas w*RMS varied little with x/D. At a given x/D, both u*RMS and w*RMS decreased with increasing wave height, indicating stronger wake distortion. Near the cylinder surface, alternating positive and negative vorticity appeared with the incident-wave period, with peak magnitudes near θ = π/2 and 3π/2. The dimensional ωRMS increased with wave height and decreased nearly linearly with depth below the free surface, whereas the normalized ω*RMS remained nearly constant with depth and decreased as wave height increased. These results show that, under the tested regular-wave conditions, the depthwise distribution of wake vorticity is closely related to the incident-wave velocity gradient.